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contributor authorBehera, Diptiranjan
contributor authorChakraverty, S.
contributor authorTapaswini, Smita
date accessioned2017-05-09T01:14:30Z
date available2017-05-09T01:14:30Z
date issued2015
identifier issn2332-9017
identifier otherRISK_1_4_041007.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/156892
description abstractUncertain dynamic responses of fuzzy fractionally damped beams have been studied using the newly developed double parametric form of fuzzy numbers subject to unit step and impulse loads. Uncertainties are assumed to be present in the initial conditions, and these are modeled through triangular convex normalized fuzzy sets. Using the alphacut form, the corresponding beam equation is first converted to an intervalbased fuzzy equation. Next, it has been transformed to crisp form by applying a doubleparametric form of fuzzy numbers. Finally, homotopy perturbation method (HPM) has been used to solve the same for obtaining the general fuzzy responses. Various numerical examples are taken into consideration. The results are plotted.
publisherThe American Society of Mechanical Engineers (ASME)
titleUncertain Dynamic Responses of Fuzzy Arbitrary Order Damped Beam
typeJournal Paper
journal volume1
journal issue4
journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering
identifier doi10.1115/1.4030440
journal fristpage41007
journal lastpage41007
treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering:;2015:;volume( 001 ):;issue: 004
contenttypeFulltext


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